Abstract
The landslides at Rissa in 1978, and more recently at the Skjeggestad bridge in Norway, are devastating reminders of the potential threats related to quick clays. For a geotechnical engineering project it is hence important to determine if there is sensitive clay present and to clarify the extent of the quick clay deposit. Integration of geophysical and geotechnical methods has become more common in ground investigations nowadays, particularly in larger projects. In such integrated measurements, geotechnical engineers and geophysicists can cooperate, and by joint knowledge decide where geotechnical soundings, in situ tests and sampling should be located with optimal cost-efficiency. This paper describes how various investigation methods may be combined to achieve a successful strategy for detecting deposits of quick and sensitive clays. The methods presented herein include conventional soundings, CPTU and field vane test (FVT), supplemented by geophysical methods such as CPTU with resistivity measurements (R-CPTU), Electrical Resistivity Tomography (ERT) and Airborne Electromagnetic Measurements (AEM).
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Anschütz H, Bazin S, Pfaffhuber A (2015) Towards using AEM for sensitive clay mapping – a case study from Norway. 1st European Airborne EM conference. Torino, Italia, Mo AEM 04
Gylland AS, Thakur V, Emdal A (2016) Extended interpretation basis for the vane shear test. In: Proceedings of NGM 2016, May 2016, Reykjavik, Iceland
Gylland AS, Sandven R, Montafia A, Pfaffhuber AA, Kåsin K, Long M (2017) CPTU classification diagrams for identification of sensitive clays. In: Landslides in sensitive clays. Springer, Cham
L’Heureux J-S (2012) A study of the retrogressive behaviour and mobility of Norwegian quick clay landslides. In: Eberhardt E, Froese C, Turner AK, Leroueil S (eds) Landslide and engineered slopes: protecting society through improved understanding. Taylor & Francis Group, London, pp 981–988
Löfroth H, Suer P, Dahlin T, Leroux V, Schälin D (2011) Quick clay mapping by resistivity – surface resistivity, CPTU-R and chemistry to complement other geotechnical sounding and sampling The Swedish Geotechnical Institute GÄU Report 30
NGF (2011) Guideline 2 Symbols and terminology in geotechnics. Rev 2 (In Norwegian)
NIFS (2015a) Detection of brittle materials Summary report with recommendations Final report NIFS Report no 126/2015. http://www.naturfare.no
NIFS (2015b) Detection of quick clay by R-CPTU and electrical field vane tests. Results from field study (in Norwegian). NIFS Report no.101/2015. http://www.naturfare.no
NIFS (2016) Method for evaluation of landslide size and runout NIFS report 14/2016
NVE (2014) Safety against quick clay landslides Guideline 7/2014
Pfaffhuber AA, Bazin S, Kåsin K, Anschütz H, Sandven R, Montafia A, Gylland AS, Long M (2016) In-situ detection of sensitive clays from a geophysical perspective. Proceedings, ICS’5, September 2016, Queensland, Australia
Sandven R, Gylland AS, Montafia A, Kåsin K, Pfaffhuber AA, Long M, Havnen I, Ottesen HB (2016a) In situ detection of sensitive clays – part I: selected test methods. Proceedings of Nordic Geotechnical Meeting 2016, pp 123–132
Sandven R, Gylland AS, Montafia A, Kåsin K, Pfaffhuber AA, Long M, Havnen I, Ottesen HB (2016b) In situ detection of sensitive clays – part II: results. Proceedings of Nordic Geotechnical Meeting 2016, pp 133–142
Sandven R, Kalomoiris K, Furuberg T (2017) Geotechnical evaluation of a quick clay area in Trondheim, Norway. In: Landslides in sensitive clays. Springer, Cham
Acknowledgements
The partners in the NIFS project are greatly acknowledged for the financial support and good discussions throughout the study. The board of the Norwegian Geotechnical Society (NGF) are acknowledged for financial support for development of the summary report. The authors want to extend thanks to Rambøll, Multiconsult, NGI, Statens vegvesen (NPRA) and NGU for supplying test data in the study. The authors also wish to express their gratitude to the reviewer Dr. Denis Demers for his valuable comments.
This paper was written by Rolf Sandven before he all too early passed away in October 2016. The authors hope that his legacy and his focus on knowledge and quality in laboratory and field investigations will live on.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2017 Springer International Publishing AG
About this chapter
Cite this chapter
Sandven, R., Gylland, A.S., Montafia, A., Pfaffhuber, A.A., Kåsin, K., Long, M. (2017). Future Strategy for Soil Investigations in Quick Clay Areas. In: Thakur, V., L'Heureux, JS., Locat, A. (eds) Landslides in Sensitive Clays. Advances in Natural and Technological Hazards Research, vol 46. Springer, Cham. https://doi.org/10.1007/978-3-319-56487-6_44
Download citation
DOI: https://doi.org/10.1007/978-3-319-56487-6_44
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-56486-9
Online ISBN: 978-3-319-56487-6
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)